• International Journal of Concrete Structures and Materials
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• 제6권4호
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• pp.209-220
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• 2012

Post-earthquake fire (PEF) can lead to a rapid collapse of buildings that have been partially damaged as a result of a prior earthquake. Almost all standards and codes for the design of structures against earthquake ignore the risk of PEF, and thus buildings designed using those codes could be too weak when subjected to a fire after an earthquake. An investigation based on sequential analysis inspired by FEMA356 is performed here on the immediate occupancy (IO), life safety (LS) and collapse prevention (CP) performance levels of two portal frames, after they are pushed to arrive at a certain level of displacement corresponding to the mentioned performance level. This investigation is followed by a fire analysis of the damaged frames, examining the time taken for the damaged frames to collapse. As a point of reference, a fire analysis is also performed for undamaged frames and before the occurrence of earthquake. The results indicate that while there is minor difference between the fire resistances of the fire-alone situation and the frames pushed to the IO level of performance, a notable difference is observed between the fire-alone analysis and the frames pushed to arrive at LS and CP levels of performance and exposed to PEF. The results also show that exposing only the beams to fire results in a higher decline of the fire resistance, compared to exposing only the columns to fire. Furthermore, the results show that the frames pushed to arrive at LS and CP levels of performance collapse in a global collapse mode laterally, whereas at the IO level of performance and fire-alone situation, the collapse mechanism is mostly local through the collapse of beams. Whilst the investigation is conducted for a certain class of portal frames, the results confirm the need for the incorporation of PEF into the process of analysis and design, and provide some quantitative measures on the level of associated effects.

• Steel and Composite Structures
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• 제15권5호
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• pp.481-505
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• 2013

This paper focuses on thermal post-buckling analysis of functionally graded beams with temperature dependent physical properties by using the total Lagrangian Timoshenko beam element approximation. Material properties of the beam change in the thickness direction according to a power-law function. The beam is clamped at both ends. In the case of beams with immovable ends, temperature rise causes compressible forces and therefore buckling and post-buckling phenomena occurs. It is known that post-buckling problems are geometrically nonlinear problems. Also, the material properties (Young's modulus, coefficient of thermal expansion, yield stress) are temperature dependent: That is the coefficients of the governing equations are not constant in this study. This situation suggests the physical nonlinearity of the problem. Hence, the considered problem is both geometrically and physically nonlinear. The considered highly non-linear problem is solved considering full geometric non-linearity by using incremental displacement-based finite element method in conjunction with Newton-Raphson iteration method. In this study, the differences between temperature dependent and independent physical properties are investigated for functionally graded beams in detail in post-buckling case. With the effects of material gradient property and thermal load, the relationships between deflections, critical buckling temperature and maximum stresses of the beams are illustrated in detail in post-buckling case.

• 한국표면공학회:학술대회논문집
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• 한국표면공학회 2012년도 추계총회 및 학술대회 논문집
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• pp.127-128
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• 2012

ZnO nanostructures were grown by the hydrothermal method on ZnO seed layers post-heated in the range $350-500^{\circ}C$. The effects of the post-heated ZnO seed layers on the structural and optical properties of the ZnO nanostructures were investigated by scanning electron microscopy (SEM), X-ray diffraction (XRD) spectroscopy, and photoluminescence (PL) spectroscopy. The average grain sizes in the ZnO seed layers increased with increasing post-heating temperature, and nano-fibrous structures were observed on the surface of the ZnO seed layers post-heated at $450^{\circ}C$. The ZnO seed layers post-heated in the range $350-500^{\circ}C$ affected the residual stress, lattice distortion in the ZnO nanostructures and the intensity, positions, and full widths at half maximum of the 2-theta and PL peaks in the XRD and PL spectra for the ZnO nanostructures.

• 대한치과교정학회지
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• 제25권3호
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• pp.355-373
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• 1995

두개악안면 영역은 많은 해부학적 구조를 포함하는 근골격구조(musculodentos keletal system)로 두부골격의 구조, 악궁상태, 저작근의 형성 및 기능은 서로 밀접한 연관성을 가지고 있다. 두개악안면 영역의 성장과 발육은 유전적인 요인이외에 환경적인 요인들 즉, 두개안면부의 근육을 포함한 주위조직의 영향을 받는 것으로 이미 알려져 있다. 그러나 반대로 두개안면부의 골격구조가 변화되는 경우 이에 대응하여 두개안면근육의 기능 또한 변화, 적응되는지에 대해서는 체계적인 연구결과가 미흡한 상태이다. 저자는 골격형 제 III급 부정교합자의 악교정수술 전, 후의 근활성도의 변화에 대한 비교연구를 통해 두부 골격구조와 교합상태에 따른 저작근 기능의 상호관계 및 변화 양상에 대해 알아보고자 정상교합을 가진 성인남자 15명과 술전 및 술후 골격형 제 III급 부정교합자 각각 15명을 대상으로 측모두부 방사선사진과 저작효율검사 및 rest, clenching, chewing, swallowing시의 전측두근, 교근, 상순의 근활성도 검사를 시행하여 다음과 같은 결과를 얻었다. 1. 하악의 안정위(rest)에서 술전 부정교합군에서 술후군보다 전측두근, 교근, 상순에서 높은 활성도를 보였으며, 술후군에서는 상순에서만 정상대조군보다 의미있는 높은 근활성도를 보였다. 2. 최대교합(clenching)시는 술후군에서 술전 부정교합군보다 전측두근, 교근, 상순에서 높은 근활성도를 보였다. 3. 저작(chewing)시는 술후군이 술전 부정교합군보다 전측두근 및 교근에서 높은 활성을 보인 반면 상순에서는 감소된 근활성도를 보였다. 4. 연하(swallowing)시 술후군에서 상순은 술전 부정교합군보다 감소되었으나 정상대조군보다 증가된 근활성도를 나타냈으며, 각 군간에 전측두근 및 교근에서는 유의차가 없었다. 5. 저작효율은 술전부정교합군에서 정상대조군보다 낮았으며, 술후군에서 술전 부정교합군보다 증가되었으나 두군 모두 정상대조군과 유의차를 보였다.

• 한국공간구조학회논문집
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• 제16권1호
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• pp.35-42
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• 2016

Until recently, almost all ETFE film structures that have been erected is the cushion type because there are problems at lower allowable strength under elastic range and viscosity behaviour such as creep and relaxation of ETFE films under long-term stresses. But the number of tension type structures is currently increasing. This paper proposes the stretch fabrication of ETFE film to verify the applicability of ETFE films to tensile membrane structures. First of all, to investigate the possibility of application on tensile membrane structures, the stretch fabrication test is carried out, and it is verified that it is possible to increase the yield strength of the film membrane structures. After simulating the experiment also carries out an analytical investigation, and the effectiveness of the elasto-plastic analysis considering the viscous behavior of the film is investigated. Finally, post-aging tension measurement is conducted at the experimental facilities, and the viscosity behavior resulting from relaxation is investigated with respect to tensile membrane structures.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.329-334
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• 2001

In this paper, the crack properties of steel fiber reinforced concrete (SFRC) structures for environment by experimental and analytical methods are discussed. The major role played by the steel fiber occurs in the post-cracking zone, in which the fibers bridge across the cracked matrix. Because of its improved ability to break crack, SFRC has better crack properties than that of reinforced concrete (RC). Crack properties are influenced by longitudinal reinforcement ratio, volume and type of steel fiber, strength of concrete.

• 전산구조공학
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• 제8권1호
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• pp.123-126
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• 1995

The purpose of the analysis is the numerical simulation of structures strained to the limit loads. The finite element calculations and experiments with cracked structures have been carried out yielding over limit strains between 10% and 15% by single peak load. Load versus displacement-diagrams and J-diagrams up to the limit load are calculated. By this way the influence of geometric parameters may be assessed in the post yield region. It is proposed to use such calculations to correlate experiments carried out with small specimens to experiments simulating the true dimensions of the design structure.

• Journal of Chest Surgery
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• 제24권12호
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• pp.1192-1196
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• 1991

Thoracic outlet syndrome is very rare thoracic surgical neurovascular disorder which is subject to compression by bones and muscular structures impinging upon the subclavian artery, vein k brachial plexus. The operative therapy is applied to remove the anatomical abnormal structures which leads to the compression to develop symptoms. We have operated one patient with thoracic outlet syndrome by excision of cervical ribs & first ribs with using transaxillary & posterior parascapular approaches in the thoracic surgical department, Yonsei University College of medicine, The post-operative courses has been uneventful for 7 months to now.

• 한국공간구조학회:학술대회논문집
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• 한국공간구조학회 2008년도 춘계 학술발표회 논문집
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• pp.107-112
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• 2008

본 연구에서는 이산계열 대공간구조물의 크기최적화에 따른 후 좌굴거동의 변화에 대하여 조사하고 그 결과를 기술하였다. 본 연구에서는 35개의 부재를 가지는 얕은 아치형 2차원 공간트러스 구조물을 이용하여 연구를 수행하였다. 먼저 트러스의 최적의 부재 크기 패턴을 조사하기 위하여 수학적 프로그래밍 기법을 도입하였다. 이때 최소화해야하는 트러스의 전체 부재의 중량을 목적함수로 이용하고 하중이 가해지는 절점에서 발생하는 변위 값과 각 부재에서 발생하는 응력 값을 허용치 이하로 제한하는 제약조건으로 사용하였다. 크기최적화에서 도출된 트러스 구조물의 후좌굴 거동은 통합 비선형해석기법을 이용하여 조사 분석하였다. 본 연구에서 제시한 결과는 이산계열 대공간구조물의 설계에 기본 데이터로 유용하게 사용될 것으로 판단된다.

• 한국지진공학회논문집
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• 제12권4호
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• pp.11-17
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• 2008

본 연구에서는 슬래브 하부철근이 포스트 텐션(PT) 플랫 플레이트 골조의 내진성능에 미치는 영향을 평가하였다. 이를 위하여 슬래브-기둥 접합부에 슬래브 하부철근이 있는 경우와 없는 경우의3층, 9층 골조를 중력하중만 고려하여 설계하였다. 본 연구에서는 대상 건물을 비선형 정적 푸쉬오버 해석하여 기둥을 관통하는 슬래브 하부철근 유무에 따른 전체 구조시스템 거동을 평가하였다. 본 연구에서 사용한 접합부 모델은 뚫림 전단과 파괴메커니즘을 예측할 수 있도록 본 연구자들에 의하여 기존 연구에서 제안된 것이다. 본 연구 결과에 따르면 슬래브 하부철근은 PT 플랫 플레이트 골조의 내진성능에 큰 영향을 미치는 것으로 나타났다. 특히 슬래브 하부 철근이 있는 PT 플랫 플레이트 골조는 슬래브 하부철근이 없는 골조에 비하여 최대 강도와 변형 능력이 크게 향상되었다.